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Page 195
( b ) Symbols . The symbols used in this Chapter have the following definitions : A
= area of cross section . b = breadth ( width ) of rectangular member . C =
coefficient , constant , or factor . C . = curvature factor . = size effect factor . = form
factor .
( b ) Symbols . The symbols used in this Chapter have the following definitions : A
= area of cross section . b = breadth ( width ) of rectangular member . C =
coefficient , constant , or factor . C . = curvature factor . = size effect factor . = form
factor .
Page 206
When the slenderness factor Cg does not exceed 10 , the full allowable unit
stress in bending , Fy , may be used . When the slenderness factor C , is greater
than 10 , but does not exceed Ck , the allowable unit stress in bending Fo ' shall
be ...
When the slenderness factor Cg does not exceed 10 , the full allowable unit
stress in bending , Fy , may be used . When the slenderness factor C , is greater
than 10 , but does not exceed Ck , the allowable unit stress in bending Fo ' shall
be ...
Page 207
DEPTH Size Factor CF Uniformly Distributed Load Single Concentrated Load
Third Point Loading 1 . 00 . 95 . 97 1 . 08 1 . 02 . 97 . 92 80 . 86 For intermediate
depths , straight line interpolation may be used . For continuous beams or beams
...
DEPTH Size Factor CF Uniformly Distributed Load Single Concentrated Load
Third Point Loading 1 . 00 . 95 . 97 1 . 08 1 . 02 . 97 . 92 80 . 86 For intermediate
depths , straight line interpolation may be used . For continuous beams or beams
...
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Contents
Effective Use of the Uniform Building Code 2021 | 20 |
Permits and Inspections | 29 |
Definitions and Abbreviations | 38 |
Copyright | |
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accordance allowable applied approved assembly bars beam bearing bending bolts Building Official ceiling cement Chapter Code column compression compressive stress computed concrete conform connections considered construction continuous covered Decking determined diameter direction distance Division doors edge effective equal exceed EXCEPTION exit exterior face factor feet fire fire-resistive flange floor foot forces frame gauge grade Grain greater Group gypsum height horizontal hour inches installed joints lateral lath least length less limited load located lumber masonry materials maximum metal nails Occupancies openings panel parallel percent permitted placed plaster plate portion pounds protected ratio reinforcement resist roof Section Select separation shear side slab solid spaced span specified square steel story strength stress Structural studs surface Table tension tests thickness tion Type U.B.C. Standard unit values vertical walls welds width wire wood Zone